Jesús Mínguez
- Influence of specimen size and fiber content on fatigue flexural strength of high-performance fiber-reinforced concrete. In: Engineering Structures, v. 322 (Januar 2025). (2025):
- Effect of Fiber Orientation on the Fatigue Behavior of Steel Fiber-Reinforced Concrete Specimens by Performing Wedge Splitting Tests and Computed Tomography Scanning. In: International Journal of Concrete Structures and Materials, v. 18, n. 1 (2 Januar 2024). (2024):
- Size effect on the flexural fatigue behavior of high-strength plain and fiber-reinforced concrete. In: Construction and Building Materials, v. 411 (Januar 2024). (2024):
- Monitoring Horizontal Movement of Top of a Spire in Saint Mary Cathedral of Burgos via Computer Vision. In: International Journal of Architectural Heritage, v. 17, n. 9 (Mai 2023). (2023):
- Microstructural analyses of the addition of PP fibres on the fracture properties of high-strength self-compacting concrete by X-ray computed tomography. In: Construction and Building Materials, v. 261 (November 2020). (2020):
- Fiber geometrical parameters of fiber-reinforced high strength concrete and their influence on the residual post-peak flexural tensile strength. In: Construction and Building Materials, v. 168 (April 2018). (2018):
- Novel Laser and Post-Tensioned Wire-Based System for Short-Term and Long-Term Monitoring Deflections in Bridges. In: Structural Engineering International, v. 29, n. 3 (Juli 2019). (2019):
- Pore morphology variation under ambient curing of plain and fiber-reinforced high performance mortar at an early age. In: Construction and Building Materials, v. 198 (Februar 2019). (2019):
- Study of the effect of the fibers' orientation on the post-cracking behavior of steel fiber reinforced concrete from wedge-splitting tests and computed tomography scanning. In: Construction and Building Materials, v. 192 (Dezember 2018). (2018):
- Postcracking residual strengths of fiber-reinforced high-performance concrete after cyclic loading. In: Structural Concrete, v. 19, n. 2 (April 2018). (2018):
- Residual modulus of elasticity and maximum compressive strain in HSC and FRHSC after high-stress-level cyclic loading. In: Structural Concrete, v. 15, n. 2 (Juni 2014). (2014):